Indiacon Civil

Subjects › Concrete Technology › Intermediate

Admixtures

Intermediate Concrete Technology Reviewed 24 Oct 2026 2 min read

Admixtures are chemicals added in small doses, usually under a few percent of cement weight, to change the properties of concrete. They are now part of almost every structural mix. Used well, they make concrete stronger, more durable and easier to place; used carelessly, they can cause slow setting, segregation or loss of strength.

Water-reducing admixtures (plasticisers) disperse cement particles so the same workability is achieved with less water, typically around 5 to 12 percent less. Superplasticisers, based on sulphonated naphthalene formaldehyde or polycarboxylate ethers, cut water by 20 percent or more and make flowing and self-compacting concrete possible. Retarders delay setting for hot weather and long pours; accelerators speed early strength for cold weather or precast work. Air-entraining agents create tiny stable bubbles that protect against freeze-thaw. Specialist products include corrosion inhibitors, shrinkage-reducing agents, viscosity modifiers and waterproofing (crystalline) admixtures.

aggregatepasteair + water
Diagram: Indiacon original, not to scale.

Mineral admixtures, or supplementary cementitious materials, are a different family: fly ash, ground granulated blast furnace slag, silica fume and metakaolin. They react with lime released by cement hydration to form extra binding gel, reducing permeability and heat while improving long-term strength and sustainability. Compatibility between a chemical admixture and a given cement must be checked by trial, using tests like the Marsh cone to find the saturation dosage.

On site, admixtures are dispensed by calibrated pumps at the batching plant, not poured by hand into the truck. Slump retention over the haul time should be checked, because some admixtures lose effect quickly in hot weather and the crew may then be tempted to add water.

Tip

Always run a trial with the actual cement batch before changing admixture brand or dosage.

Key formulas
  • Water reduction: ΔW = W₀ × reduction percent
  • Dosage by mass: admixture = percent × cementitious mass
  • Saturation point: dosage beyond which flow (Marsh cone time) stops improving
Common mistake

Overdosing superplasticiser, which can cause segregation, bleeding and delayed setting.

Solved example

Problem. A mix has 186 kg water for the target slump. A superplasticiser at 0.8 percent of 380 kg cement reduces water by 22 percent. Find new water, dosage and w/c.

  1. Dosage = 0.008 × 380 = 3.04 kg.
  2. New water = 186 × 0.78 = 145 kg.
  3. w/c = 145 / 380 = 0.38 (was 0.49).
  4. Alternatively, keep w/c = 0.49 and reduce cement to 145 / 0.49 = 296 kg, if durability limits allow.

Answer. Water ≈ 145 kg, dosage ≈ 3.0 kg, w/c ≈ 0.38

Quick quiz

1What does a superplasticiser do?

Greatly reduces water for the same workability, or increases flow.

2When is a retarder used?

In hot weather or for long continuous pours.

3Name two mineral admixtures.

Fly ash and slag (also silica fume, metakaolin).

Code note
  • IS 456 (India): Plain and reinforced concrete: general rules for materials, durability, design and construction.
  • IS 10262 (India): Guidelines for proportioning concrete mixes.
  • IS 383 (India): Coarse and fine aggregate for concrete: requirements.
  • IS 269 (India): Ordinary Portland cement: requirements.
  • ASTM C494 (USA): Chemical admixtures for concrete.
  • EN 934-2 (Europe): Admixtures for concrete: definitions and requirements.

Clauses and documents to read

  • IS 9103:1999 (concrete admixtures specification)
  • IS 3812 (Part 1):2013 (fly ash for use in concrete)
  • IS 16714:2018 (GGBS for concrete)

Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.

References and further reading

Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.

  • M. S. Shetty, Concrete Technology: Theory and Practice, S. Chand, latest edition.
  • A. M. Neville, Properties of Concrete, Pearson, 5th edition.
  • P. K. Mehta, P. J. M. Monteiro, Concrete: Microstructure, Properties, and Materials, McGraw Hill, latest edition.

Free and official sources

All references for this subject →

Found an error? Write to indiacongroupofengineers [at] gmail [dot] com. For corrections and feedback. We never ask for payment or personal details.